HomeMy WebLinkAbout213360-1pd Pool Backfill -signed Headquarters � CP IL t ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 &J LVL AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: May 4, 2021 KSM JOB# : 213360-1pd/SH/bm
PERMIT#: 2012-0712
CONTRACTOR: Louden Pools NUC# 528
Nuc Model: MC-IDR-P
JOB LOCATION: 9630 Knollwood Lane Nuc Serial#: MD049528
Ft Pierce, Florida
ITEM TESTED Pool Backfill Compaction
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1 West 0'-1' 37 105.6 108.9 97.0%
2 1'-2' 38 - " 95.0%+
3 2'-3' 40 - " 95.0%+
4 3'-4' 40 - " 95.0%+
5 South 0'-1' 38 106.7 108.9 98.0%
6 1'-2' 38 - " 95.0%+
7 2'-3' 39 - " 95.0%+
8 3'-4' 40 - " 95.0%+
9 East 0'-1' 37 106.2 108.9 97.5%
10 1'-2' 39 - " 95.0%+
11 2'-3' 40 - " 95.0%+
12 3'-4' 40 - " 95.0%+
Soil Description:
Brown Sand
W 110.0
In Place Moisture: E
9.8% 1 109.0 �..�..—.�—.. ..—�.—.. I ..—�..—..�—..—
I I I I I I
Proctor Optimum Moisture: G
12.0% H 108.0
Proctor Max. Dry Density: P.C.F. T D I I I I I I I
108.9 R107.0
@ Test Locations the Density& P Y
I I I I I
Penetrometer reading indicate the 106.0 I I I I I I I
Degree of Compaction Meets
Minimum Requirement F 105.0 I• I—•• I ••— I•—•• I ••—I••—••I—••_
for Plumbed Backfill I I I I I I
Respectfully Submitted: Digitally 104.0 —1 —•1— 4..—.1.— —1••—..1—
—
•
I I I I I I I
signed by 103.0 ..—.;—..T..—.;.—..T..—;..—..;—..�
This item has been elettronically signed and
Bryan E 7 8 9 10 11 12 13 14 15
sealed by Bryan E.Dahlke,PE FL.Lic.81439
an,the°ate""'°directlyto the right"sing
ii Dahlke Moisture -% of Dry Weight
signature.
Primes copies-hi,eaaments are not
onsieere ignee aneseale,n yy n the lectronic ature must be venfled on Date: Disclaimer: Contractor is responsible to maintain
sign a e
<oPiea. 2021.05.05 the pool backfill in the condition that KSM
completed the indicated passed compaction test.
14:25:00 KSM is not responsible if the poolbackfill has been
-04'00' altered from the approved inspected condition.
Bryan E. Dahlke, P.E.V.P. of Engineering
PE#81439 5/5/2021
Email to: Loudenmary@aol.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
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